Material nonlinear analysis of plane truss structures

Authors

  • Aleksandar Borković University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Bosnia and Herzegovina, aleksandar.borkovic@aggf.unibl.org https://orcid.org/0000-0002-4091-3379
  • Dragan Milašinović University of Novi Sad, Faculty of Civil Engineering, Subotica, Serbia, ddmil@gf.uns.ac.rs https://orcid.org/0000-0001-8318-5159
  • Slobodan Slavnić University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Bosnia and Herzegovina

DOI:

https://doi.org/10.7251/AGGPLUS1301226B

Keywords:

material nonlinear analysis, plane truss structure

Abstract

An approach to elasto‐plastic analysis of engineering structures is presented in this study. Simple plane truss finite element with two nodes is used. This element is ideally suited as a basis for studying plasticity theory since it implies one ‐ dimensional state of stress and strain. Material model of linear isotropic hardening is applied. Algorithm well ‐ known in literature is implemented in software package Wolfram Mathematica. Obtained results fully correspond with those obtained from commercial software packages. Developed code is open‐sourced and it is freely available for educational purposes.

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Published

2013-12-30

How to Cite

[1]
A. Borković, D. Milašinović, and S. Slavnić, “Material nonlinear analysis of plane truss structures”, AGG+, vol. 1, no. 1, pp. 226-237, Dec. 2013.

Issue

Vol. 1 No. 1 (2013): AGG+ Journal for Architecture, Civil Engineering, Geodesy and Related Scientific Fields

Section

Civil Engineering

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